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Sample Record for 2025-04-17-50

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Project Information

Project ID: 1001208 DEA: 022K6204 EFIS: 0225000120 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96-46.6/46.6
Work Description: Siskiyou 96 Potential Landslide DO Storm Damage
Location Description: IN SISKIYOU COUNTY NEAR HAPPY CAMP AT 2.3 MILES EAST OF GORDONS FERRY ROAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Nicholas Riddle Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-04-17-50
TL Number from the TL Form: 823564
Sample Submitted By Organization: Atlas - Denver
Sample Organization Contact: 303-975-9959
Type of Sample: Quality Assurance
Type of Material: Asphalt Binder
Sample Taken Date: 04/17/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/24/2025
The quantity of what the sample constitutes: 2 cans
A brief description of the sample: PG 58-22
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Fawndale

Material Information

Performance Grade: PG 58-22
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: Yes
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 8

Test Results

Test 1 of 8

DIME Test ID: 2025-04-17-50-1
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/15/2025
Date Tested: 05/07/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: Original
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.146 kPa
Phase Angle (δ) (for the 10 cycles) 87.7 degree
Complex Modulus (G*) (for the 10 measurements) 1.207 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 1.21 kPa

Test 2 of 8

DIME Test ID: 2025-04-17-50-2
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/15/2025
Date Tested: 05/07/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: RTFO
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.291 kPa
Phase Angle (δ) (for the 10 cycles) 84.9 degree
Complex Modulus (G*) (for the 10 measurements) 2.898 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.91 kPa

Test 3 of 8

DIME Test ID: 2025-04-17-50-3
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/15/2025
Date Tested: 05/08/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: PAV
Test Result Compliance: complies
Additional Comments When Verified:
Phase PAV residue
Test Plate Diameter 8 mm
Test Gap 2 mm
Test Frequency 10.0 rad/s
Strain Amplitude 1.00 %
Stress Amplitude 40.618 kPa
Phase Angle (δ) (for the 10 cycles) 53.8 degree
Complex Modulus (G*) (for the 10 measurements) 4041.438 kPa
Test Temperature (Specimen 1) 22.0 C
(G*) x sin(δ)= 3261 kPa

Test 4 of 8

DIME Test ID: 2025-04-17-50-4
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 05/15/2025
Date Tested: 05/07/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: Ductility
Test Result Compliance: complies
Additional Comments When Verified:
Is a normal test obtainable? Yes
Number of replicates tested One
Ductility of test #1 (D1) 150 cm
Ductility of sample 150 cm

Test 5 of 8

DIME Test ID: 2025-04-17-50-5
Test Method: AASHTO R28-22: Accelerated Aging of Asphalt Binder Using a Pressurized Aging Vessel (PAV)
Verified Date: 05/15/2025
Date Tested: 05/07/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: PAV @100C
Test Result Compliance: complies
Additional Comments When Verified:
Sample identification 2025-04-17-50
Aging Test Temperature, nearest 0.5 C 100 C
Minimum aging temperature recorded 100 C
Maximum aging temperature recorded 100 C
Total time during aging that temperature was outside the specified range no data0 minutes
Total aging time (hour) 20 hours
Total aging time (minute) no data0 minutes
The heating temperature 100 C

Test 6 of 8

DIME Test ID: 2025-04-17-50-6
Test Method: AASHTO T240-23: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 05/15/2025
Date Tested: 05/07/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: Mass Change
Test Result Compliance: complies
Additional Comments When Verified:
Is mass change based on one or two containers? Two
Is mass change correction factor needed? Yes
Any material loss from containers during heating process/testing? No
Mass of container #1 before test (m1i) 209.172 grams
Mass of container #2 before test (m2i) 210.644 grams
Mass of container #1 after test (m1f) 208.957 grams
Mass of container #2 after test (m2f) 210.488 grams
Average mass change -0.505 percent
Mass of empty container #1 174.501 grams
Mass of empty container #2 176.04 grams
Mass correction factor 0.03

Test 7 of 8

DIME Test ID: 2025-04-17-50-7
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 05/15/2025
Date Tested: 05/08/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: BBR
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s -12.1 C
Maximum test bath temperature at 240 s -11.9 C
Time of test load application no data HH:MM:SS
File name of test data no data
Time beam in bath no data
Time test started no data HH:MM:SS
Flags issued by software during test no data
Correlation coefficient (R²) no data0
Regression coefficient a no data
Regression coefficient b no data
Regression coefficient c no data
Load at time 0.0 no data0 mN
Deflection at time 0.0 s no data0 µm
Load at time 0.5 s no data0 mN
Deflection at time 0.5 s no data0 µm
Load at 60.0 s no data0 mN
Beam deflection 60.0 s no data0 µm
Measured Stiffness Modulus 60.0 s no data
Estimated Stiffness Modulus 60.0 s 178 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.373

Test 8 of 8

DIME Test ID: 2025-04-17-50-8
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 05/15/2025
Date Tested: 05/08/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: Viscosity @135C
Test Result Compliance: complies
Additional Comments When Verified:
Is viscosity reading in cP/Pa-s? cP
Time of test 09:00 HH:MM
Test Temperature 135 C
Speed 20 rpm
Spindle size 0.463 in
Torque 9.7 %
Viscosity reading #1 (A) 242.5 cP
Viscosity reading #2 (B) 242.5 cP
Viscosity reading #3 (C) 242.5 cP
Average viscosity 0.243 Pa-s